SPL-0514-009997.1 - s271 Amended Concurrence agency response before application is made (with conditions) · OPW14/0239

 

12696 5000

WET BERTHED VESSEL

 

MAXIMUM VESSEL LENGTH - 8.0m |

MAXIMUM VESSEL BEAM - 2.6m QUAYLINE _

 

MAXIMUM VESSEL MASS - 3000 Kg

3000

 

 

EXISTING MOORING
J STRUCTURE !
wo

1.0.
1.

GENERAL NOTES

The works that are the subject of these plans are structurally adequate for anticipated usage as

detailed and certified on these plans.

1.2. All structures depicted have been designed to comply with relevant regulations as set by the local authority,

Queensland Transport and the Prescribed Tidal Work Code [Schedule 4A of the Coastal Protection &

Management Regulation 2003)

All structures depicted herein have been designed in accordance with Australian Standards AS1170.1

(structural design actions) AS1170.2 (wind loads) AS1664.1 (Alum structures) AS1720.1 (timber structures)

AS2159 (piling) AS3600 (concrete structures) AS3962 (design of marinas) AS4100 (steel structures). Relevant

local covenants, where applicable, have been considered in the design.

1.4. Anchorage piles where applicable have been designed assuming independence from any adjacent revetment
structures.

4.5. Max water level used in the design of any piles shown in the structure is RL +2.05 AHD under normal in-service
conditions. The piles have not been designed for Q100 flood conditions in excess of RL +2.05 AHD nor scour of
the soil around the base of the piles.

1.6. Where applicable, the existing revetment wall appears (to the best extent that could be reasonably determined
via non-destructive inspection) to be adequate for typical service loads (such as live, dead and impact) that may
be imposed by the proposed gangway/abutment connection.

1.7. The following design parameters form the basis for the design of the structure/s depicted herein -

13.

 

 

24.63m 331° 29° Tener Deck

   

Edge Pool Coping

 

15400

 

CP

 

 

\ -sorose Sm x 3m

5.889 337° by
Edge of Paving approx RL ial]

CONCRETE PONTOON

J EXISTING REVETMENT WALL

 

EXISTING MOORING

STRUCTURE

 

S
1a (Pontoon & Gangway) Single user piled Structure Design Live Load - 2.0 kPa L 0) qT 2 5 0 a
17b (Pontoon & Gangway) Multiple user piled Structure Design Live Load - 2.0 kPa N ON BUP4114
11 (Deck or Jetty) Single user piled Structure Design Live Load - 2.0 kPa wv
11d (Deck or Jetty) Multiple user piled Structure Design Live Load - 3.0 kPa ‘
1le Design Wave height - 0.5 m =
17f Design ultimate wind velocity - 41 m/s =
1.19 Max stream velocity (2% exceedance probability) <1.8/s maximum
1.7h Anchorage, Mooring, Boardwalk or Jetty (where applicable) to be installed in accordance with AS2159
to ensure the following minimum (working) design loads are achieved (Unless Noted Otherwise) : .
Bearng opacity 30 fonne SITE PLAN (1: 250)
Lateral Capacity - 5.0 tonne
2.0. STEEL
2.1. All steelwork to comply with AS4100. All welds to be 6mm continuous fillet welds U.N.O. 12000
2.2. All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.
2.3. Stainless steel restraint cables to be min 8mm diam, Grade 316 and in accordance with AS 2837 where
3000 9000

applicable.

 

3.0. CONCRETE
3.1. All concrete work to comply with AS3600.
3.2. Pontoon concrete strength to be SOMPa with 80mm slump U.N.O
3.3. Pile concrete 40 MPa & Abutment Block concrete 32 MPa.
3.4. Minimum cover to the reinforcement - 40mm U.N.O.

TOP OF PILE | RL: +3.40m AHD —

4.0, ALUMINIUM
4.1, All aluminium to comply with AS1664 and to be (minimum) Grade 6063 TS U.N.O.
4.2. Butt welds, where specified, to have full penetration.

4.3. Surfaces between aluminium and concrete separated by bituminous membrane.

 

SAND DREDGING TO BE DONE BY PROPERTY OWNERS

 

 

5.0. FLOATATION HAT | RL: +1.16m AHD —

9.70m x 1.32m ALUMINIUM
HINGED GANGWAY

 

 

 

 

 

 

 

 

 

 

EXISTING REVETMENT WALL

 

 

5.1. Design stability load applied across half the width of the floating pontoon and on the entire gangway will
produce a maximum tilt not exceeding 15 degrees and will not cause any corner to emerge from the water. The MHW.S. | RL: +0.66m AHO
minimum freeboard under such loading will not be less than 75mm at any point on the pontoon.
5.2. Polystyrene SL grade foam to be encased in high density polyethylene membrane fully welded at the corners RL: 0.00m AHD ——
and joins to form a complete seal impervious to marine organisms known to attach to such structures under
t | conditi
Yplra connniens M.L.W.S. | RL: -0.74m AHD =
6.0. TIMBER LAT. | RL: -1.12m AHD — \
6.1. All timber work to comply with AS 1720.1 to be minimum F17 hardwood. “15 e-7

6.2. All bolted timber connections, where specified, to be galvanized (or stainless steel equivalent). -2.0 gee ™
"~“CURRENT SURVEYED

a

7.0. FIXINGS & FINISHINGS CANAL PROFILE

5 2.5 7
7.1. All fixings to be 316 Grade Stainless Steel U.N.O. ca

   

ORIGINAL DESIGN CANAL PROFILE

IT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY
VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS

 

THE EXISTING REVETMENT WALL APPEARS (TO THE BEST EXTENT THAT COULD BE REASONABLY
DETERMINED VIA NON-DESTRUCTIVE INSPECTION) TO BE ADEQUATE FOR TYPICAL SERVICE LOADS

 

 

 

    
 

3.5m MINIMUM

 

i
EMBEDMENT \

 

 

3a 4

     

 

CONCRETE ABUTMENT

 

 

SAND RELOCATION TO BE DONE BY PROPERTY OWNERS

 

 

|+__— 350 x 150 kNm SPUN

CONCRETE PILES

Lt

 
 

 

 

 

 

  

 

 

 

 

  

DO NOT SCALE DRAWINGS. (SUCH AS LIVE, DEAD AND IMPACT) THAT MAY BE IMPOSED BY THE PROPOSED GANGWAY / ABUTMENT CONNECTION.
ELEVATION (1: 100)
‘Alea | samen | ee |e 28/04/14 meme SRE EREVAN Gateat NOTES nck
28/08/14 | PONTOON LENGTH REDUCED TO 5.0m 0G TRADING AS ® ORG, TITLE ,
SUP NOS es (3) SUPERIOR ot MARK WICHLINSKI
DRAWING NO: io PISCES APARTMENTS CONSULTING ENG. \
ADDRESS ~~
ATLAS MARA ATEMATIONAL PTY, TD Mail Address: P.O. Box 920 Nerang 4211 11363-D01 7 PEZA CT Z 0\ | ‘ rm
PEPROBULED STORED A RETREVABLE SYSTEM REVISION NO NOOSA HEADS, QLD 4267 y NUBMA,
IN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: — (07) 5594 8200 *
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 DRAWN BY DESIGNED CHECKED BY PAPER SIZE ‘SCALE
ATLAS MARINE INTERNATIONAL PTY, LTD. Email: info@superior jetties.com a J) aw MW. A3 1: 100 RPEQ: 1643